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State Plan 2026 27 RWSS to Kottamkara Replacing GI Pipe line Replacing GI pipe Pipeline Work

Kerala Water Authority

KOTTAMKARA | Kollam, Kerala

Amount: ₹17.5 LCloses: 1 Oct 20264d left

Timeline

Published24 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹17.5 L

EMD Value

₹43,760

Closing Date

1 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

PH DIVISION KOLLAM

Work Description

State Plan 2026 27 RWSS to Kottamkara Replacing GI Pipe line Replacing GI pipe Pipeline Work

Tender Information

Tender ID

2026_KWA_872272_1

Reference Number

43/ ETR/26506/2024_26_1_1

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

90 days

Location

KOTTAMKARA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Contractor License (.pdf)

RequiredScanned copy of Preliminary Agreement (.pdf)

RequiredForm No.83 (.pdf)

RequiredScanned copy of non-relationship certificate (.pdf)

RequiredLD clause certificate (.pdf)

RequiredDigitally signed tender schedule BoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹43,760

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

24 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working charges
1.001	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road	90	sqm	-	-
1.002	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	73.5	cum	-	-
1.003	100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.	1,210	metre	-	-
1.004	OD98234/2026-2027:Dismantling G.I. pipes ( external work) including taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges : 40 mm to 100 mm nominal bore	1,210	metre	-	-
1.005	100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.	344.75	cum	-	-
1.006	100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.	257.5	cum	-	-
1.007	100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes.	1,155	metre	-	-
1.008	100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes.	55	metre	-	-
1.009	OD94388/2026-2027:Cost of PVC specials(bends,tee,coupler,end cap etc)	1,23,600.4	L.S	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

T43NITWORD.pdf

Tender Documents • 0.42 MB

GENERALSPECIALCONDITION1.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working charges
1.001	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road	90	sqm	-	-
1.002	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	73.5	cum	-	-
1.003	100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.	1,210	metre	-	-
1.004	OD98234/2026-2027:Dismantling G.I. pipes ( external work) including taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges : 40 mm to 100 mm nominal bore	1,210	metre	-	-
1.005	100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.	344.75	cum	-	-
1.006	100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.	257.5	cum	-	-
1.007	100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes.	1,155	metre	-	-
1.008	100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes.	55	metre	-	-
1.009	OD94388/2026-2027:Cost of PVC specials(bends,tee,coupler,end cap etc)	1,23,600.4	L.S	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Working charges

1.001

15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

sqm

1.002

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

73.5

cum

1.003

100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

1,210

metre

1.004

OD98234/2026-2027:Dismantling G.I. pipes ( external work) including taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges : 40 mm to 100 mm nominal bore

1,210

metre

1.005

100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

344.75

cum

1.006

100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.

257.5

cum

1.007

100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes.

1,155

metre

1.008

100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes.

metre

1.009

OD94388/2026-2027:Cost of PVC specials(bends,tee,coupler,end cap etc)

1,23,600.4

L.S